Dynamic Response and Artificial Boundary Analysis in Soil Structure Interaction(SSI) System 土-结构相互作用(SSI)体系人工边界的动力反应与分析
In analyses of soil structure interaction ( SSI ), two-degrees-of-freedom lumped-parameters model is often used to simplify the soil. 在土-结构的动力相互作用简化分析中,常采用双自由度集中参数模型简化土层。
Proposes an integrated system analysis procedure for the aseismic behavior analysis of soil structure interaction ( SSI ) system in the paper. 发展了一个可以考虑相互作用的土体&结构体系抗震性能的整体分析方法。
Calculation of Foundation Settlement and Internal Force of Structure Considering Soil Structure Interaction(SSI) 土结相互作用的地基沉降和结构内力计算方法
Therefore, formulas of settlement and internal force of upper structure is deduced, realizing method considering soil structure interaction and construction process is put forward. 针对上述问题,笔者推导了施工过程中地基变形和结构内力的计算公式,提出了考虑土结相互作用并模拟施工过程的实现方法。